Finite Element Modeling of Mode I Failure of the Single Contoured Cantilever CFRP-Reinforced Concrete Beam

Table 3

Representative experimental and analytical results.

Specimen	Critical load, 𝑃𝑐	𝐺𝐼𝑐; (initiation)	F ′ c
FRAC1031_T1	1494 N	384 J/m^2	37 MPa
FRAC1031_T2	1245 N	267 J/m^2	37 MPa
FRAC27_T3	1045 N	183 J/m^2	29 MPa
Average	1261 N	278 J/m^2	34 MPa
Finite element	1392 N	307 J/m^2	37 MPa